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��r O R T E � MEMBER REPORT Main Floor,Flush Beam Stainvell PASSED <br /> 2 piece(s) 1 3/4"x 9 1/2" 1.55E TimberStrand0 LSL <br /> Overall Length:8'6" <br /> ;�. __�� __� _� .r,� z- �.,.�� ... <br /> .�, � ,.� �fi, �`, <br /> ,� <br /> + + <br /> 0 0 <br /> • � - <br /> � <br /> _ ' <br /> a' <br /> a o <br /> All loca[ions are measured from the outside face of left support(or left cantilever end).All dimensions are horizon[al.;Drawing is Conceptual <br /> `Desi n Results actuai��ocaaor� auowed Resuit LDF load:Combination{Pattem) System:Floor <br /> Member Reaction Qbs) 2732 @ 1 1/2" 4463(3.00") Passed(61%) -- 1.0 D+ lA L(All Spans) Member Type:Flush Beam <br /> Shear Qbs) 2063 @ 1'1/2" 6872 Passed(30%) 1.00 1.0 D+ lA L(All Spans) Building Use:Residentlal <br /> I Moment(Ft-Ibs) 5470 @ 4'3" 10422 Passed(52%) 1.00 1.0 D+ lA L(All Spans) suilding Code:[BC <br /> Live Load DeFl.(in) 0.141 @ 4'3" 0.206 Passed(U�Ol) -- 1.0 D+ lA L(All Spans) Design Methodology:ASD <br /> �Total Load DeFl.(in) 0.197 @ 4'3" _ 0.412 Passed(LJ502) -- 1.0 D+1.0 L(All Spans) I <br /> •DeFlection criteria:LL(U480)and TL(1J240). <br /> •Bracing(Lu):All tompression edges(top and bottom)must be braced at 8'6"o/c unless detailed othenvise.Proper attachment and positloning of late2l <br /> bracing is required to achieve member stability. <br /> Bearing Loads to Supports(Ibs) � <br /> Supports Total Arailable Required Dead F��� Total Accessories ! <br /> ��re <br /> �1-Stud wall-SPF 3.00" 3.00" 1.84" 777 1955 2732 Blocking <br /> 2-Stud wall-SPF 3.00" 3.00" 1.84" 777 1955 2732 Bloclting <br /> •Bloclting Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> � Tri6utarv Dead Floor Live �I <br /> Loads �«aaa, w�drn �0.90� �i.00� commencs i <br /> �-Uniform(PSF) 0 to 8'6" 11'6" 15.0 40.0 Floor <br /> I,WeyC�F188USe�NOCeS (Ij)$USTAINABtE FORESTRY INITIATIVE <br /> l <br /> Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser produd design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warrantles related to the software.Refer to current Weyerhaeuser literature for installatlon details. <br /> (www.woodbpqy.coml Accessories(Rim Board,Blocldng Panels and Squash Blocks)are not designed by this soRware.Use of this soRware is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rxord,builder or framer is responsible to <br /> assure that this calculation is compatlble with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> I Forte Software Operetor .lob Notes 7/10/2014 10:12:21 AM <br /> Ryan Fritz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> (952)470-4803 195 Kintyre Lane <br /> I Ryan Fntz,^alvmanlumber.com Orono,MN 7/9/2014 Page 36 of 43 <br />